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簡(jiǎn)介：。4㈣剃緲分類號(hào)U41U2諼乎走津碩士學(xué)位論文ATB路用性能與施工工藝研究導(dǎo)師姓名職稱申請(qǐng)學(xué)位級(jí)別論文提交日期學(xué)位授予單位曹可勇郝培文教授苒辯番目垂_席塹盔苤望蕉學(xué)位論衛(wèi)評(píng)劉人鞋查縫。塹皇擔(dān)筮垂紐占￡ABSTRACTASPHALTTREATEDBASEATB，DIFFERENTFROMSEMIRIGIDBASEWHICHISOFTENUSEDINOURCOUNTRY，BELONGSTOTHECATEGORYOFFLEXIBLEBASEATBHASGREATSHEAFINGSTRENGTHANDGOODCAPABILITYOFFATIGUERESISTANCE，ANDCANCONTROLANDREDUCEREFLEXINGCRACKATBISWIDELYUSEDABROAD，BUTSELDOMUSEDTHESTUDYONATBHASJUSTSTARTEDINOURCOUNTRYBASEDONARESEARCHRESULTSOFATBINABROADANDCOUNTRY，THEPAPERPROPOSESSEVERALGRADATIONSOFATBMIXTURE，ANDDETERMINESTHEOPTIMUMASPHALTCONTENTTHROUGHDESIGNAIRVOIDWHICHISCOMPLEMENTEDWITHMARSHALLTESTOF6INCHDIAMETERSPECIMENITALSOSTUDYSONTHEPAVEMENTPERFORMANCESOFATBMIXTURE，WHICHINCLUDEMECHANICALPROPERTIES，HIGHTEMPERATURESTABILITYLOWTEMPERATUREANTICRACKINGPERFORMANCE，MOISTURESTABILITYANDFATIGUERESISTANCE，ANDANALYSESTHEEFFECTONITFINALLY，THEPAPERSTUDYSTHECONSTRUCTIONOFATBINTEGRATEDWITHPROJECTANDITPUTSFORWARDSTHEMEASURESFORPREVENTINGSEGREGATIONANDENSURINGCOMPACTIONKEYWORDSASPHALTTREATEDBASE；MIXTUREDESIGN；MARSHALLTESTOF6INCHDIAMETERSPECIMEN；SHEARINGSTRENGTH；PAVEMENTPERFORMANCE；SEGREGATION；COMPACTIONⅡ

簡(jiǎn)介：分類號(hào)分類號(hào)U41U2107102012521217專業(yè)碩士學(xué)位論文三水河特大橋橋面鋪裝及施工工藝研究三水河特大橋橋面鋪裝及施工工藝研究馬鍵導(dǎo)師姓名職稱導(dǎo)師姓名職稱王朝輝副教授王朝輝副教授申請(qǐng)學(xué)位類別申請(qǐng)學(xué)位類別碩士碩士專業(yè)學(xué)位類別專業(yè)學(xué)位類別及領(lǐng)域名稱及領(lǐng)域名稱工程碩士工程碩士交通運(yùn)輸工程交通運(yùn)輸工程論文提交日期論文提交日期20152015年1010月1818日論文答辯日期論文答辯日期20152015年1212月1515日學(xué)位授予單位學(xué)位授予單位長(zhǎng)安大學(xué)長(zhǎng)安大學(xué)

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簡(jiǎn)介：分類號(hào)墮絲墨密級(jí)公玨O單位代碼學(xué)號(hào)墨麼交通名摯專業(yè)碩士學(xué)位論又瀝青穩(wěn)定碎石下面層性能及施工工藝研究研究生姓名導(dǎo)師姓名及職稱1061831102056申請(qǐng)專業(yè)學(xué)位類別王握亟學(xué)位授予單位重醫(yī)鑾通太堂論文提交日期2Q墮生且目專業(yè)領(lǐng)域名稱交道運(yùn)抽匹捏論文答辯日期2Q墮生』且6目2015年6月1日重慶交通大學(xué)學(xué)位論文原創(chuàng)性聲明本人鄭重聲明所呈交的學(xué)位論文，是本人在導(dǎo)師的指導(dǎo)下，獨(dú)立進(jìn)行研究工作所取得的成果。除文中已經(jīng)注明引用的內(nèi)容外，本論文不包含任何其他個(gè)人或集體已經(jīng)發(fā)表或撰寫過(guò)的作品成果。對(duì)本文的研究做出重要貢獻(xiàn)的個(gè)人和集體，均已在文中以明確方式標(biāo)明。本人完全意識(shí)到本聲明的法律結(jié)果由本人承擔(dān)。學(xué)位論文作者簽名厶石、、日期夕糾5年6月1日重慶交通大學(xué)學(xué)位論文版權(quán)使用授權(quán)書本學(xué)位論文作者完全了解學(xué)校有關(guān)保留、使用學(xué)位論文的規(guī)定，同意學(xué)校保留并向國(guó)家有關(guān)部門或機(jī)構(gòu)送交論文的復(fù)印件和電子版，允許論文被查閱和借閱。本人授權(quán)重慶交通大學(xué)可以將本學(xué)位論文的全部?jī)?nèi)容編入有關(guān)數(shù)據(jù)庫(kù)進(jìn)行檢索，可以采用影印、縮印或掃描等復(fù)制手段保存和匯編本學(xué)位論文。同時(shí)授權(quán)中國(guó)科學(xué)技術(shù)信息研究所將本人學(xué)位論文收錄到中國(guó)學(xué)位論文全文數(shù)據(jù)庫(kù)，并進(jìn)行信息服務(wù)包括但不限于匯編、復(fù)制、發(fā)行、信息網(wǎng)絡(luò)傳播等，同時(shí)本人保留在其他媒體發(fā)表論文的權(quán)利。學(xué)位論文作者簽名王潔日期蘆F5年6月1日指導(dǎo)教師簽名／術(shù)易位／習(xí)日期知7產(chǎn)鄉(xiāng)、月8日1本人同意將本學(xué)位論文提交至中國(guó)學(xué)術(shù)期刊光盤版電子雜志社CNK系列數(shù)據(jù)庫(kù)中全文發(fā)布，并按中國(guó)優(yōu)秀博碩士學(xué)位論文全文數(shù)據(jù)庫(kù)出版章程規(guī)定享受相關(guān)權(quán)益。學(xué)位論文作者簽名王落日期馴多年6月J日

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簡(jiǎn)介：申請(qǐng)上海交通大學(xué)工程碩士專業(yè)學(xué)位論文插板工藝在雙壁鋼圍堰施工中的應(yīng)用與研究插板工藝在雙壁鋼圍堰施工中的應(yīng)用與研究學(xué)校學(xué)校上海交通大學(xué)院系院系海洋與船舶工程學(xué)院班級(jí)班級(jí)Z0401026Z0401026學(xué)號(hào)學(xué)號(hào)10401021301040102130工程碩士生工程碩士生謝曉工程領(lǐng)域工程領(lǐng)域橋梁與隧道工程導(dǎo)師Ⅰ導(dǎo)師Ⅰ趙金城（教授）導(dǎo)師Ⅱ?qū)煝蛲趸蹡|（教授）上海交通大學(xué)海洋與船舶工程學(xué)院上海交通大學(xué)海洋與船舶工程學(xué)院2007年1月插板工藝在雙壁鋼圍堰施工中的應(yīng)用與研究摘要插板工藝在雙壁鋼圍堰施工中的應(yīng)用與研究摘要通過(guò)查閱大量文獻(xiàn)資料，本文對(duì)深水橋梁基礎(chǔ)施工的發(fā)展和國(guó)內(nèi)外現(xiàn)狀做了具體綜合的論述，并列舉了大量的實(shí)例，對(duì)深水橋梁基礎(chǔ)施工的形式做了介紹，特別是對(duì)鋼板樁圍堰、雙壁綱套箱圍堰以及鋼吊箱圍堰三種比較常用的施工形式做了詳細(xì)的論述。論文以黔桂鐵路擴(kuò)能改建東江大橋?yàn)楣こ瘫尘?，?duì)雙壁鋼套箱圍堰的理論設(shè)計(jì)、結(jié)構(gòu)計(jì)算、受力分析及加工、定位、下沉、堵漏、封底、清除一系列工藝及施工注意事項(xiàng)進(jìn)行了較為系統(tǒng)的分析、研究。同時(shí)，結(jié)合渝懷鐵路梅江大橋及黔桂鐵路擴(kuò)能改建東江大橋使用插板新工藝的實(shí)例，對(duì)插板新工藝進(jìn)行了詳細(xì)的論述，對(duì)插板新工藝的提出及其背景做了說(shuō)明，對(duì)插板的理論設(shè)計(jì)、結(jié)構(gòu)形式、受力分析進(jìn)行了詳細(xì)的計(jì)算。最后對(duì)插板新工藝使用的經(jīng)濟(jì)效益、社會(huì)效益進(jìn)行了分析。本文所研究的插板新工藝已經(jīng)在多個(gè)深水基礎(chǔ)施工中得以應(yīng)用。既加快了施工進(jìn)度，又節(jié)省了投資。通過(guò)建設(shè)單位的驗(yàn)收，取得了良好的社會(huì)效益和經(jīng)濟(jì)效益。工程實(shí)踐證明，本文所提出的雙壁鋼圍堰與插板新工藝相結(jié)合的特出河床上的施工方案在實(shí)際工程的施工中是合理的、可行的。本文的研究成果對(duì)以后類似工程的施工有一定的借鑒和指導(dǎo)的作用。關(guān)鍵詞關(guān)鍵詞深水基礎(chǔ)雙壁鋼圍堰插板